Title:
Design of Partially Post-Tensioned Circular Concrete Silo Walls
Author(s):
Sargis S. Safarian and Ernest C. Harris
Publication:
Concrete International
Volume:
17
Issue:
4
Appears on pages(s):
43-47
Keywords:
post-tensioning; reinforced concrete; silos; stresses; structural design; walls; Design
DOI:
Date:
4/1/1995
Abstract:
The design of partially post-tensioned circular concrete silo walls in which the pure tension is carried by post-tensioned stands and the bending moments are carried by conventional steel is described. The solution for combatting the harmful effect of radial tensile stresses is detailed.